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I I L � <br />U0 <br />04 <br />LO <br />C=;` <br />C14 <br />�2 <br />M <br />C14 <br />7D <br />Lr) <br />c14 <br />L0 <br />CD <br />00 <br />C.,C) <br />04 <br />C:) <br />­IVIF — IN IN— — I — %I v) I vv <br />FLAT STRAP NAILED TO RISE�� <br />THEN WRAPPED AROUND STUD <br />PLAN VIEW <br />SCALff-T = V-0�' <br />-NOTE: <br />THESE DETAILS ARE NOT PLAN <br />SPECIFIC. THEY ARE PROVIDED TO <br />YOU AS A STANDARD TO CONSTRUCT <br />STAIRS. REFER TO PLAN DETAILS <br />FOR RISE AND RUN INFORMATION. <br />2x4 SPF NOSING GLUI <br />NAILED MATCH NOS <br />OTHER I <br />\ 0" <br />z <br />C2 <br />E <br />3/4" RISER CUT TO FIT <br />2x4 SYP BLOCKING <br />1�2 <br />MAINTAIN BETWEEN 1/4" <br />FOR STRAP (SIMPSON <br />2 <br />AND 112" GAP TOP AND <br />MTS1 2 w/ (14) 1 Od x 1 <br />9 <br />BOTTOM, GLUED AND <br />112" NAILS) <br />NAILED TO STRINGER <br />2x12 TREAD <br />LZ <br />GLUED AND <br />E2 <br />-2 <br />NAILED <br />0 <br />C-) <br />2x <br />DRAFT S�P <br />C3 <br />2x4 PT NOTCHED INTO <br />STRINGER AND TAPCONED <br />Y2x18 SYP DRYWALL STOP MUST <br />INTO FLOOR WITH GLU <br />CONTACT <br />NOT TOUCH STRINGERS <br />L/ <br />STRINGER <br />2x4 BLOCK IN KNEEWALL FOR 2x12 NAILING <br />POINTS <br />x4 GLUED AND NAILED TO STRINGER <br />FOR DRYWALL SPACING <br />C14 <br />C) <br />SECTION VIEW <br />SCALE: 1 '-O'� <br />V) <br />STRINGER MUST MAKE FUL <br />CONTACT WITH LANDING <br />L <br />J-A <br />11-1 <br />ALIGN THIS STUD WITH <br />FACE OF 2ND RISER <br />------------------- <br />E <br />—2x SYP CUT TO FIT <br />BEARS IN WALL <br />_--2xl2 SYP <br />BEARS IN WALL <br />---2x6 SYP U <br />­4 qYP RLOCKING� <br />2x4 PT NOTCHED INTO STRINGER FOR STRAP <br />AND NAILED TO FLOOR WITH GLUE (SIMPSON MTS12 w/ <br />AT STRINGER CONTACT POINTS (14) 1 Od x 1 1/2" NAILS) <br />2x4 CUT ON BEVEL <br />DOES NOT BEAR IN <br />WALL GLUED TO <br />2x8 <br />2x12 SYP <br />STRINGER <br />—3/4" RISER CUT TO FIT <br />MAINTAIN BETWEEN <br />AND J" GAP TOP AND <br />BOTTOM, GLUED AND <br />NAILED TO STRINGER <br />2x4 BEHIND RISER <br />BLOCKING FOR <br />-1x4 GLUED AND NAILED TO STRINGER STRAPGLUEDTO <br />SCAB 2x4 GLUED AND NAILED (EACH <br />SIDE) TO BOTTOM EDGE OF 2x12 <br />STRINGER <br />2x4 DRAFT RISER AND TREAD <br />STOP Z <br />,,,�-2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />.... ...... <br />--j-2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 <br />ROVIDE MOISTURE <br />PROTECTION <br />LZATTACH ALL tCOMPONENTS <br />I W X <br />OF STAIR TO CO NC. W/ X <br />2 J" TAPCONS @ MAX. 32" O.C. <br />",d(, <br />'111 <br />"ATTACH ALL COMPONENTS 1x4 GLUED AND <br />OF STAIR TO CONC. W/ J" X NAILED TO STRINGER <br />2 4" TAPCONS @ MAX. 32" O.C. <br />SECTION VIEW "All SECTION VIEW "Bit <br />SCALE: 1 V-01, SCALE: 1 1'-0" <br />STRINGER MUST MAKE iALIGN THIS STUD WITH FACE OF 2nd RISER <br />FULL CONTACT WITH LANDING <br />T <br />1x4 GLUED AND NAILED TO STRINGER <br />2x4 DRAFT <br />��STOP <br />2x8 SYP DRYWALL STOP <br />MUST NOT TOUCH <br />2x SYP CUT TO FIT STRINGERS <br />BEARS IN WALL <br />2x12 SYP BEAR,' <br />IN WALL ---�-2x4 BLOCKING FOR 2x12 <br />2x4 PT UNDER 2x12 <br />2x6 SYP 'L� <br />2x4 SYP BLOCKI N <br />FOR STRAP <br />2x4 PT NOTCHED INTO STRINGER (SIMPSON MTS12 w/ <br />AND NAILED TO FLOOR WITH GLUE (14) 1 Od x 1 112" NAILS) <br />2x4 CUT ON BEVE AT S I RINGER CON I ACT POINTS <br />DOES NOT BEAR IN 1�1 I',' <br />ALL <br />SECTION VIEW "D" <br />FILLER STRIPS ADDED <br />GLUED & SCREWED TO <br />PLYWOOD DECKING <br />SCALE: 1 V-10" <br />PLYWOOD <br />x SYP CUT TO FIT <br />EARS IN WALL <br />_--2xl2 SYP <br />BEARS IN WALL <br />BULLNOSE DETAIL <br />SCALE: 1 V-10" <br />RINGER <br />2x4 GLUED <br />AND NAILED <br />SECTION D-D <br />-314 PLYWOOD <br />ON DECK <br />--2x8 SYP GLUED <br />AND NAILED TO <br />FRAMING <br />2x4 DRAFT <br />2x12 <br />STOP <br />TREAD <br />GLUED <br />AND <br />NAILED <br />2X4 PT NOTCHED INTO <br />STRINGER AND TAPCONED\ <br />INTO FLOOR WITH GLUE -AT - <br />STRINGER CONTACT <br />POINTS <br />SCALE: 1 " = V-0" <br />L �`2x8 SYP DRYWALL STOP MUST <br />NOT TOUCH STRINGERS <br />x*/GLUED AND NAILED TO STRINGER <br />I-KOR DRYWALL SPACING <br />H <br />SECTION VIEW "Ell <br />SCALE: 1 " = 1'-0" <br />,gj, �E SECTION VIEW <br />SCALE: J" = 1'-O'� <br />-3/4 PLYWC <br />ON DECK <br />--2x8 SYP <br />AND NAI <br />FRAMIN( <br />Qx4 DRAFT <br />STOP <br />2x4 BLOCKI <br />ka NOTE: 2x8 <br />DRYWALL STOP <br />NOTSHOWN <br />SECTION VIEW licit <br />SCALE: 1" = V-0" <br />TOP OF <br />D <br />STRINGER <br />CONN. TO BOTTOM <br />NEWEL POST LET INTO <br />OF NEWEL POST <br />THE BLOCK <br />PER CONTRACTOR <br />PROVIDE <br />BLOCKING <br />----2X8 BLOCKING <br />FOR NEWEL POST <br />TO ANCHOR TO. <br />FLOOR GIRDER <br />PROVIDE SOLID BLOCKING <br />(GLUED AND NAILED) <br />2X4 CUT ON <br />OR 1 j x 16" VL <br />BELOW ALL NEWEL POST <br />LEI <br />\\,--FLOOR <br />BEVEL GLUE <br />FROM JOIST TO JOIST. USE <br />AND NAILED TO <br />2 X 12 BLOCKS, GLUED AND <br />LVL <br />NAILED TO JOIST. <br />TRUSSES <br />NEWEL POST <br />SECTION <br />VIEW "Gil <br />BLOCKING_ <br />SCALE: 1 " = V-0" ' SCALE: 1 " = 1'-0" <br />/Fh�4-� SECTION VIEW <br />SCALE: 4" = 1'-0.' <br />STAIR CONSTRUCTION DETAILS <br />(I F 11 X1 7 REDUCE SCALE .5) SCALE: AS NOTED <br />L JOINT <br />-L TO <br />IOISTS) <br />D NAILED AND <br />0 TOP PLATE <br />INTO RIM BAND, <br />,ND NAILED TO <br />I WALL BELOW <br />L JOINT <br />-L TO <br />OISTS) <br />2X STRINAR <br />2X 1311OCKING <br />0PSON MTSJ2 w/ <br />1) 10d x 1 1/2" AILS <br />2�D OR <br />3 D T112X BLO 51ING <br />RISN <br />VARIE <br />,ECTION VIEW "Hit <br />SCALE: 1 " = V-0" <br />00 y <br />0 0 <br />Ln <br />V) CD <br />C) <br />0 W <br />F- <br />V) <br />ru <br />U <br />L-U <br />ca cli <br />C') <br />0 (N <br />0 - C=1 <br />C u- W <br />0 <br />0 <br />co <br />Lo L <br />A <br />R Do <br />LU C, <br />U) <br />IN <br />LU Z5 <br />Z 0 <br />z <br />W" <br />v Ek <br />x <br />U1 <br />z <br />Z <br />z OFESD 0 <br />Ile <br />/1,1/11111110% <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.Lenna�Tag�pa.com <br />ce <br />z <br />z <br />U, <br />U <br />z z <br />N <br />U) <br />z N <br />0 <br />Z <br />:D <br />-0 <br />fu <br />Uj <br />z <br />< <br />z <br />0 <br />> <br />cC <br />U <br />U) <br />ry) <br />< <br />C/) <br />0 <br />9 <br />r'j <br />Ux < <br />E '-, - <br />< oz;� <br />u-, <br />< <br />00 <br />2 <br />z <br />z <br />r*4 <br />L.j <br />Ln <br />T.-I <br />I LU <br />2: <br />< <br />di <br />7— <br />< <br />'z <br />�! Q <br />< <br />F- <br />Iwo <br />W z <br />00 <br />I'D <br />r-4 <br />0 <br />C:) <br />ck <br />Z <br />!� <br />< <br />rn <br />-I <br />a- <br />U-) <br />r, <br />SCALE AS NOTED <br />DATE 10/2/2018 <br />TECH: MJAMES <br />VERSION No' 42 <br />SHEEr NO. <br />ST <br />